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Home My WebLink About20180515 Ver 1_Permit Drawings_20180411�-��jY North Carolina Department of Transportation \ St01111wdteY Highway Stormwater Program <',,�7�! :,I STORMWATER MANAGEMENT PLAN -- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.6.R.106 TIP No.: 17BP.6.R.106 County(ies): Robeson Page 1 of 1 Generel Project Information WBS Element: 17BP.6.R.106 TIP Number: 17BP.6.R.106 Pro'ect T pe: Brid e Replacement Date: 12/11/2017 NCDOT Contact: Jon Moore, P.E. Contractor I Designer: Dan Duffield, P.E. Address: NCDOT Hydraulics Unit Address: Summit Design and Engineering Services 1020 Birch Ridge Drive 100 East Six Forks Road, Suite 300 Ralei h, NC 27609 Phone: 919 707-6608 Phone: 919 322-0115 Email: 'Imoore6 ncdot. ov Email: dan.duffield summitde.net Cit /Town: Pembroke Count ies : Robeson River Basin s: Lumber CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro�ect Len th lin. miles or feet : 486 LF Surroundin Land Use: Rural Area with Agricultural or Residential Land Uses Pro osed Pro'ect Existin Site Project Built-Upon Area (ac. 0.30 ac. 021 ac. Typical Cross Section Description: 2 lane road with 10' travel lanes and 2' paved shoulder with total bridge length of 65 ft 2 lane road with 9' travel lanes and 4' grass shoulders with a total bridge length of and width of 33 ft. 52.50 ft made up of three spans 1@17.75', 1@17', 1@17.5' and width of 24 ft Annual Avg Daily Treffic (veh/hrlday): Design/Future: 390 Year: 2017 Existing: Less Than 390 Year: Generel Project Narretive: State Project 176P.6.R.106 involves the replacement of NCDOT Bridge 770228 on SR 1513 (Evergreen Church Road) over Burnt Swamp. The existing structure is a reinforced (Description of Minimization of Water concrete deck on timberjoist. with a sufficiency rating of 28.84. The proposed structure will be a 1@65' 24" concrete cored slab bridge with 2'-6" caps. The proposed bridge is in Quality Impacts) FEMA Zone AE as shown on the DFIRM Map 3710935500J and is included in a"Limited Details" study. The proposed bridge will maintain the existing level of service. There are also two outlets for the bridge deck drainage to facilitate spread for safety. Rip Rap outlet pads will be utilized to dissipate the flow and minimize erosion. Replacement in place will minimize disturbance in the surrounding wetland areas and stream crossing. No ditches were replaced and the roadway embankment has grassy fill slopes. Waterbod Information Surface Water Body 1: Burnt Swamp NCDWR Stream Index No.: 14-10-8-4- 0.5 NCDWR Surface Water Classification for Water Body Primar Classification: Water Suppl IV WS-IV Su lemental Classification: Swam Waters Sw Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Burnt Swam Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) •, See Sheet 7 A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet • DETOUR ROUTE TO N C-72 �� I �I ��I � � ��II �� P E RMIT D RAW I N G SHEET 1 OF 6 LOCATl011t: BRIDGE 11t0. 770228 011t SR 1513 (EVERGREEI� CHURCH RD) OVER BUR1�T SWAMP TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G, A1�D STR UCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN PROJECT -L- STA. 13 + 90.0 A DESIGN EXCEPTION IS REQUIRED FOR HORIZONTAL CURVATURE BEGIN BRIDGE —L— STA. 16 + 01.88 / % END -L- STA. END PROJECT -L- STA. 18 + 75.00 BRI DGE 16 + 69.13 ---- -L- �R 1513 -- — — � __EVERGREEN_CHURCH RD___ � �a �� a � 0 TO SR 1318 (BUIE-PHILADELPHUS RD.) RELEASE FOR CONSTR UCTION DATE: 01-17-18 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH Prepored in the office of: HYDRAULICS E11�GI1VEER 504 Meadowland Drive Hillsborough, NC 27278-8551 Voice: (919) 732-3883 20 lo 0 20 40 ADT 2017 = 390 LENGTH ROADWAY = 0.079 MILES Fax:(919)732-6776 �o�p DESIGN AND ENGINEERING SERVICES www.summitde.net �p� G� FIRM NO. P-0339 �� , o T = 6 % * LENGTH STRUCTURES = 0.013 MILES 2012 STANDARD SPECIFICATIONS �Q ��Qo PLANS V= 55 MPH TOTAL LENGTH = 0.092 MILES SIGNATURE: p'E' � � 20 10 0 20 40 RIGHT OF WAY DATE: TRACY N. PARROTT, PE a � * TTST = 3% DUAL 3% PROJECT ENGINEER ROADWAY DESIGI� ° � JULY 18 2017 � a� PROFILE (HORIZONTAL) � E111GI11lEER �� o��Q ° � � a��Q 4 2 0 4 8 FUNC CLASS = LETTIIVG DATE: BRANDON W. JOHNSON, PE � RU RAL LO CAL VI RG I N IA MAB RY PROJECT DESIGN ENGINEER MANAGER, PRIORITY PROJECTS UNIT J U LY 18, 2 O� 7 PROFILE (VERTICAL) SUBREGIONAL TIER PE SIGNATURE: N Z � N � W � PERMIT DRAWING SHEET 3 OF 6 S ITE 1 PROJECT REFERENCE NO. l7BPe6eRel06 RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. INSET HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DENOTES IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND DENOTES HAND CLEARING DENOTES EXCAVATION IN WETLAND DENOTES TEMPORARY IMPACTS IN SURFACE WATER • • • ::::: - .�. C SCq�E N Z � N � W � PERMIT DRAWING SHEET 5 OF 6 S ITE 1 PROJECT REFERENCE NO. l7BPe6eRel06 RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. INSET HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DENOTES IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND DENOTES HAND CLEARING DENOTES EXCAVATION IN WETLAND DENOTES TEMPORARY IMPACTS IN SURFACE WATER • • • ::::: - .�. C SCq�E WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 14+50 TO 16+02 Roadwa 0.04 < 0.01 < 0.01 0.02 1 14+48 TO 16+02 Roadwa 0.02 < 0.01 < 0.01 0.02 1 16+02 TO 16+69 65'x33' Cored Slab Brid e < 0.01 < 0.01 44 31 1 16+69 TO 17+78 Roadwa < 0.01 < 0.01 0.02 1 16+69 TO 17+41 Roadwa < 0.01 < 0.01 < 0.01 TOTALS": 0.06 0.02 < 0.01 0.07 < 0.01 < 0.01 44 31 0 "Rounded totals are sum of actual impacts NOTES: Total Excavation in Wetland Impact Areas = 22 SF Temp. SW impacts (16+69 to 17+78) = 244 SF Fill in wetlands (16+69 to 17+7g) = 48 SF End Bents =(1.16 ft x 1.16 ft) = 1.34 SF x 6 piles = 8.1 SF total for each bent. Fill in wetlands (16+69 to 17+41) = 131 SF Clearing in wetlands (16+69 to 17+41) = 392 SF Permanent SW impacts (16+69 to 17+78) = 392 SF This area will be excavated behind an existing end bent while the end bent is still in place. Any pumping that will be pumped to the special stilling basin. zo�a ioza 0.03 acre Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures